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2X4 TOP PLATE A R C N I T E C T <br />PLAN <br />CORMR C/AO <br />PRE-FAB TRU88 <br />w' Twac t coAT v crGl we <br />I/2' CLCG. BOARD FW> 4 ieD SYNr AMA MASOKW rae <br />DIRECTLY TO RAT <br />CGS P.T.uo Design <br />NOTE: STUDS IN 5' DIA. SLEEVE, CULL AS NO O <br />PARTITIONS SUPPORTING CULL 1'OU Ina <br />DO NOT GUT arNovAL RIG. <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR °'" "Ta GSx � " Li44ikONALD KAGAN BLVD.FIXTURES AND WALL PIPE MATWM SneP WOOD, FL32750CABINETS SHALL BE NOT eA►ua "101LDN ALL :407-774,6078LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT rl S.m,S R.�600 LM ANaWD terSOLID GROUT THE BOND cw cm STeeL _DOOR m~j X: 407.7744078SPACED NOT MORE vrGTr oL ew P TO abd ssigngroup.comSECURE BT. 2X4 WOOD W/ (1)- e5 BEAM A www.abdoLsigngroup.com <br />PLATE to BLAB STUDS •24 THAN I6' Or. OR, NOT _ uaco SAr WOW JAM PER <br />in COURSE REBARS P ap= GALV. GTEEL <br />W/ 10d MASONRY O.C. LESS THAN 2x6, WHERE <br />NAIL • 32' OC. SPACED NOT MORE <br />-- <br />APPNwx Grrs �eRr cAL nerx OVEMMAD DOOR <br />eY CA OY OnfRe <br />By MATED ro <br />MAX THAN 24' O.G. <br />TR'= ERACKETS Room <br />uv PR XX= <br />. SLAB <br />APP AMIAL N[a <br />FIN. FLR <br />(2)PIPE THROUGH BOND BEAM <br />2B GAS LINE THRU BLACK <br />(a:)GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'GI'-0' <br />D1 SCALE: 3/4'GI'-0' <br />DT 'G'•''�'T•' <br />1 TYP. INT. WALL NON-BRG. <br />D1 SCALE, 3/4'-I'-C' <br />SPF <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />2X4 24' O.C. MAX ----,WITH <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />UNDERLAYMENT <br />AS PER FBCR 905.11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />h <br />0 <br />L <br />HII <br />l <br />j <br />THICKNESS AS PER SHEET SNI. <br />FIBERGLASS 9HNGLE9 PER STRUCTURAL DETAILS <br />WITH UNDERLAYMENT AS PER EATW 905.1.1. SHEET SNI. SECURED PER <br />AS PER FBCR 905.1.1, ROOF FASTENER SCHEDULE SECURED PER <br />ROOF SHEATHING THICKNE88AA8 PER FASTENER SCHEDULE <br />THICKNESS AS PER SHEET SDI. BTIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE OR 1/2, HIGH 9' p , - �. � 9 2x FASCIA PER <br />STRENGTH CLG. 2x FASCIA PER MAX •A' ELEVATIONS <br />BOARD REFERENCE ELEVATIONS O. PER ELEVATION VENTED SOFFIT <br />STRUCTURAL VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER �H <br />PRE-EWs TRUSS Ir <br />Akf SEE ENERGY GORE FORMS FBI! \\\ PRE-ENG TRUSS WALL SHEATHING STRUCTURAL DETAILS / {; <br />INSULATION R-VALUES THICKNESS AS PER J WALL SHEATHNG c <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEELAT ON CODE <br />FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER <br />PER ELEVATION FASTENER SCHEDULE SHEET 8N1. SECURE PER <br />2x FASCIA PER TYp 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS O.H. ELEVATIONS 5/8' GYPSUM BOARD OR 1/2' ON SHEET BNI. <br />R-4.1 INSULATION PRE-ENG. GABLE TRUSS <br />HIGH STRENGTH Cl-G. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2 PT SECURE PE <br />R-4.1 INSULATION <br />x .. D R <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />Ix2 P.T. FURRING <br />V CMU <br />CEMENT PLASTER APPLIED <br />STRIPS 0 • <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRYCEMENT <br />1/2' THICK, 2 COAT <br />�' GYP. WL.BD. <br />a, cm <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />APPLIED <br />WOOD BABE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER <br />DIRECTLY TO MASONRY <br />I <br />0'-0' FIN. FLR. L <br />i. 0'-0' FIN. PLR. <br />0'-0' FIN. FLR,I <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.13 <br />s <br />1TH EDITION, SECTION R301.13 <br />AND I609.5.1. <br />AND 160TIB.1. <br />W/ <br />WINDOW OPENING <br />TYP WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />n <br />e <br />ti B <br />N <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />EIVHDIV dt TAT: <br />SILVERADO <br />LOT#11 <br />BLK#10 <br />[PROJMCT# <br />03719.001-11101 <br />MODEL' <br />G2045-LANTANA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />4 1-STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1-STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE: 3/4'"1'-V UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.I'-0' UNDERLAYMENT IN ACCORDANCE <br />G <br />D1 WITH FBR S05.1.1.1 OF THE FC BR D1 WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH EDITION IS 54 WHICH USES 2020 1TH EDITION IS 54 WHICH USES <br />(V TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 0486S TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. 1 c <br />iU 0 l+ I <br />PRurr 06/09/21 <br />ISCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />